Real-Time Structural Health Monitoring and Damage Identification Using Frequency Response Functions along with Finite Element Model Updating Technique
Throughout service, damage can arise in the structure of buildings; hence, their dynamic testing becomes essential to verify that such buildings possess sufficient strength to withstand disturbances, particularly in the event of an earthquake. Dynamic testing, being uneconomical, requires proof of c...
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| Published in: | Sensors (Basel, Switzerland) Vol. 22; no. 12; p. 4546 |
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| Main Authors: | , , , |
| Format: | Journal Article |
| Language: | English |
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| ISSN: | 1424-8220, 1424-8220 |
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| Abstract | Throughout service, damage can arise in the structure of buildings; hence, their dynamic testing becomes essential to verify that such buildings possess sufficient strength to withstand disturbances, particularly in the event of an earthquake. Dynamic testing, being uneconomical, requires proof of concept; for this, a model of a structure can be dynamically tested, and the results are used to update its finite element model. This can be used for damage detection in the prototype and aids in predicting its behavior during an earthquake. In this instance, a wireless MEMS accelerometer was used, which can measure the vibration signals emanating from the building and transfer these signals to a remote workstation. The base of the structure is excited using a shaking table to induce an earthquake-like situation. Four natural frequencies have been considered and six different types of damage conditions have been identified in this work. For each damage condition, the experimental responses are measured and the finite element model is updated using the Berman and Nagy method. It is seen that the updated models can predict the dynamic responses of the building accurately. Thus, depending on these responses, the damage condition can be identified by using the updated finite element models. |
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| AbstractList | Throughout service, damage can arise in the structure of buildings; hence, their dynamic testing becomes essential to verify that such buildings possess sufficient strength to withstand disturbances, particularly in the event of an earthquake. Dynamic testing, being uneconomical, requires proof of concept; for this, a model of a structure can be dynamically tested, and the results are used to update its finite element model. This can be used for damage detection in the prototype and aids in predicting its behavior during an earthquake. In this instance, a wireless MEMS accelerometer was used, which can measure the vibration signals emanating from the building and transfer these signals to a remote workstation. The base of the structure is excited using a shaking table to induce an earthquake-like situation. Four natural frequencies have been considered and six different types of damage conditions have been identified in this work. For each damage condition, the experimental responses are measured and the finite element model is updated using the Berman and Nagy method. It is seen that the updated models can predict the dynamic responses of the building accurately. Thus, depending on these responses, the damage condition can be identified by using the updated finite element models. Throughout service, damage can arise in the structure of buildings; hence, their dynamic testing becomes essential to verify that such buildings possess sufficient strength to withstand disturbances, particularly in the event of an earthquake. Dynamic testing, being uneconomical, requires proof of concept; for this, a model of a structure can be dynamically tested, and the results are used to update its finite element model. This can be used for damage detection in the prototype and aids in predicting its behavior during an earthquake. In this instance, a wireless MEMS accelerometer was used, which can measure the vibration signals emanating from the building and transfer these signals to a remote workstation. The base of the structure is excited using a shaking table to induce an earthquake-like situation. Four natural frequencies have been considered and six different types of damage conditions have been identified in this work. For each damage condition, the experimental responses are measured and the finite element model is updated using the Berman and Nagy method. It is seen that the updated models can predict the dynamic responses of the building accurately. Thus, depending on these responses, the damage condition can be identified by using the updated finite element models.Throughout service, damage can arise in the structure of buildings; hence, their dynamic testing becomes essential to verify that such buildings possess sufficient strength to withstand disturbances, particularly in the event of an earthquake. Dynamic testing, being uneconomical, requires proof of concept; for this, a model of a structure can be dynamically tested, and the results are used to update its finite element model. This can be used for damage detection in the prototype and aids in predicting its behavior during an earthquake. In this instance, a wireless MEMS accelerometer was used, which can measure the vibration signals emanating from the building and transfer these signals to a remote workstation. The base of the structure is excited using a shaking table to induce an earthquake-like situation. Four natural frequencies have been considered and six different types of damage conditions have been identified in this work. For each damage condition, the experimental responses are measured and the finite element model is updated using the Berman and Nagy method. It is seen that the updated models can predict the dynamic responses of the building accurately. Thus, depending on these responses, the damage condition can be identified by using the updated finite element models. |
| Author | Dixit, Saurav Sehgal, Shankar Singh, Tarunpreet Prakash, Chander |
| AuthorAffiliation | 4 Division of Research & Innovation, Uttaranchal University, Dehradun 248007, India 1 University Institute of Engineering and Technology, Panjab University, Chandigarh 160014, India; tarun0512@pu.ac.in 2 School of Mechanical Engineering, Lovely Professional University, Phagwara 144411, India; chander.21503@lpu.co.in 3 Peter the Great St. Petersburg Polytechnic University, 195251 Saint Petersburg, Russia |
| AuthorAffiliation_xml | – name: 1 University Institute of Engineering and Technology, Panjab University, Chandigarh 160014, India; tarun0512@pu.ac.in – name: 3 Peter the Great St. Petersburg Polytechnic University, 195251 Saint Petersburg, Russia – name: 4 Division of Research & Innovation, Uttaranchal University, Dehradun 248007, India – name: 2 School of Mechanical Engineering, Lovely Professional University, Phagwara 144411, India; chander.21503@lpu.co.in |
| Author_xml | – sequence: 1 givenname: Tarunpreet orcidid: 0000-0002-3545-4542 surname: Singh fullname: Singh, Tarunpreet – sequence: 2 givenname: Shankar orcidid: 0000-0003-1874-0632 surname: Sehgal fullname: Sehgal, Shankar – sequence: 3 givenname: Chander surname: Prakash fullname: Prakash, Chander – sequence: 4 givenname: Saurav surname: Dixit fullname: Dixit, Saurav |
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| Cites_doi | 10.1016/j.jsv.2021.116176 10.1016/j.autcon.2022.104168 10.1080/15583058.2016.1263691 10.1007/s11831-015-9150-3 10.1016/j.matpr.2020.09.318 10.1007/BF03044517 10.2514/3.60140 10.1016/j.ymssp.2019.106295 10.1007/s13349-017-0222-y 10.1006/jsvi.1999.2624 10.1016/j.ymssp.2015.02.007 10.1243/JMES_JOUR_1978_020_016_02 10.1016/j.eswa.2022.117297 10.1016/j.culher.2020.09.005 10.1016/j.renene.2020.10.021 10.1016/j.soildyn.2018.02.003 10.2514/3.60896 10.1007/s13349-018-0278-3 10.1016/j.jsv.2020.115289 10.1088/1742-6596/305/1/012042 10.1016/j.matpr.2021.12.385 10.1016/j.compstruc.2007.02.021 10.1016/j.ymssp.2006.10.002 10.1016/j.autcon.2015.10.001 10.1016/j.ymssp.2014.11.001 10.1177/1475921710365419 10.1016/j.mechmachtheory.2004.05.022 10.1016/j.jobe.2021.103954 10.1243/03093247V142049 10.1016/j.jsv.2008.08.014 10.1007/s11831-021-09666-8 |
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| Title | Real-Time Structural Health Monitoring and Damage Identification Using Frequency Response Functions along with Finite Element Model Updating Technique |
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